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Calculate the saturated unit weight (kN/m3)  of the soil sample for the Quick sand condition, if specify Gravity and void ratio of soil sample is  2.62 and 0.61 respectively. Take γW = 10 kN/m3
    Correct answer is between '20.05,20.07'. Can you explain this answer?
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    Calculation of Saturated Unit Weight for Quick Sand Condition
    - Given Data:
    - Specific gravity of soil sample (G) = 2.62
    - Void ratio of soil sample (e) = 0.61
    - Unit weight of water (γW) = 10 kN/m3
    - Formula:
    - Saturated unit weight (γsat) = G * γW / (1+e)
    - Calculation:
    - γsat = 2.62 * 10 / (1+0.61)
    - γsat = 26.2 / 1.61
    - γsat = 16.2739 kN/m3
    - Conclusion:
    - The saturated unit weight of the soil sample for the Quick Sand condition is approximately 16.27 kN/m3.
    Therefore, the correct answer is 16.27 kN/m3.
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    Calculate the saturated unit weight (kN/m3) of the soil sample for the Quick sand condition, if specify Gravity and void ratio ofsoil sample is 2.62 and 0.61 respectively. Take γW= 10 kN/m3Correct answer is between '20.05,20.07'. Can you explain this answer?
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    Calculate the saturated unit weight (kN/m3) of the soil sample for the Quick sand condition, if specify Gravity and void ratio ofsoil sample is 2.62 and 0.61 respectively. Take γW= 10 kN/m3Correct answer is between '20.05,20.07'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Calculate the saturated unit weight (kN/m3) of the soil sample for the Quick sand condition, if specify Gravity and void ratio ofsoil sample is 2.62 and 0.61 respectively. Take γW= 10 kN/m3Correct answer is between '20.05,20.07'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Calculate the saturated unit weight (kN/m3) of the soil sample for the Quick sand condition, if specify Gravity and void ratio ofsoil sample is 2.62 and 0.61 respectively. Take γW= 10 kN/m3Correct answer is between '20.05,20.07'. Can you explain this answer?.
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